Kerkyra和Paxi斜坡(西希腊斜坡)表层物质运动和海底斜坡稳定性分析

Θ. Χασιώτης, Γ. Παπαθεοδώρου, Γ. Φερεντίνος
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摘要

本文介绍了在Kerkyra和Paxi斜坡(希腊西部斜坡的一部分)之间进行的海洋地球物理/岩土调查的结果。主要的海底地貌特征是大量的峡谷和峡谷间山脊,它们具有很高的坡度(高达30Ί)。峡谷侧翼和山脊受到许多质量运动的影响,包括滑动、旋转的沉积物块体、表现良好的沉积物分离面、质量流动和爬行。上述运动大多表现为失效机制的倒退作用。不稳定的沉积物团块经常通过峡谷运输并沉积在邻近的盆地中,形成了一个交替的质量流沉积和浊积/半深海沉积序列。在Kerkyra和Paxi斜坡上沿两个山脊采集的重力岩心显示了一定的沉积序列,由钙质软泥、氧化泥和覆盖在半深海泥上的腐冲积层组成。沿这些沉积相常出现浊积泥质至砂质沉积。这些岩相的主要岩土力学特征是砂推进层的不排水抗剪强度低、含水率高,氧化泥的不排水抗剪强度和含水率呈反比关系。所有沉积物的含水量都高于液体极限,表明沉积物的性质非常柔软,并且可能在扰动(即地震)时不稳定。采用无限斜率法、Bishop法和Janbu法对盖层的稳定性进行了评价。分析得出的主要结果是:(1)Kerkyra边坡在静力和动力条件下均不稳定;(2)Paxi边坡在动力条件下不稳定,而极表层(<1.5m厚度)在静力条件下也可能不稳定。可能的破坏面位于海床下5-20m处。Kerkira-Paxi盆地没有氧化泥层和腐泥层,而在Kerkira-Paxi盆地则没有氧化泥层和腐泥层,这些都表明了海底的不稳定性。地震、高坡度和平行于边坡的泥沙层理的循环荷载被认为是该调查地区主要的边坡破坏机制。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Surficial mass movements and submarine slope stability analysis between Kerkyra and Paxi slope (Western Greek slope)
This paper presents the results of a marine geophysical/geotechnical survey, which was carried out between Kerkyra and Paxi slope (part of the western Greek slope). The main bathymorphological features are numerous canyons and intercanyon ridges that exhibit high slope gradients (up to 30Ί). The canyon flanks as well as the ridges are affected by numerous mass movements that include slides, rotated sediment blocks, well-expresed sediment detachment surfaces, mass flows and creeping. Most of the aforementioned movememtns present a retrogressive action of the failure mechanism. The unstable sediment masses are often transported through the canyons and are deposited in the adjacent basin creating a sequence of alternating mass flow deposits and turbiditic/hemipelagic sediments. The gravity cores collected along two ridges, in the Kerkyra and Paxi slopes, revealed a certain sedimentary sequence consisting of calcareous ooze, oxidized mud and a sapropel layer overlaying hemipelagic mud. Along those sediment facies turbiditic muddy to sandy deposits usually appear. The main geotechnical characteristics of these lithofacies are the low undrained shear strength and high water content in the sapropel layer and the inverse relationship of the abovementioned properties in the oxidized mud. The water content of all the sediments is higher than the liquid limit indicating the very soft nature of the deposits and the possible destabilization upon disturbance (i.e. earthquake). The stability of the sedimentary cover was evaluated using the infinite slope, the Bishop and the Janbu methods. The main results that stemmed from the analysis are that (i) the Kerkyra slope is unstable both in static and dynamic conditions and (ii) the Paxi slope is unstable in dynamic conditions, whilst the very surficial layers (<1.5m in thickness) can be also unstable under static conditions. The possible failure planes are located 5-20m under the seabed. The absence of the oxidized mud and sapropel layers in the Kerkyra slope as well as their presence in the Paxi slope, and the presence of an episapropelic layer in the Kerkira-Paxi basin are all indicative of the unstable nature of the seafloor. Cyclic loading by earthquakes, high slope gradients and sediment bedding parallel to the slope are believed to be the predominant slope failure mechanisms in the surveyed area.
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